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HomeMy WebLinkAboutEngineer Plans - 2016I N LOCUS INFORMATION CURRENT OWNER: HEIRS OF MALCOLM J. PERNA TITLE REFERENCE: DEED BOOK 3008, PAGE 152 PLAN REFERENCE: ABUTTERS PLAN BOOK 307, PAGE 94 ASSESSORS MAP: 122 MEN NOT FOR CONSTRUCTION FOR PERMITTING / BID PURPOSES PARCEL: 80 / ,r ZONING DISTRICT' R-40 '� SETBACKS: FRONT 30' i; EXISTING SIDE 20' � SIGN REAR 20' / 1-1/4" SCH 80 OVERLAY DISTRICT: O.K.H. / PERFORATED PVC �/ 1 /r SERVICE LATERAL (TYP.) / / ! 4' 1 TO SIGN' SENSITIVE �t� I 1 f PVC CH. 80 IFOLD OMIT OF 5 -FOOT OVERDIG ZONE: NOT IN A ZONE 11 C� E /AND REMOVAL OF Gw OF 48 - ij / NT . NT m UNSUITABLE MATERIALS VENT FEMA FLOOD f %/ ZONE DISTRICT. ZONE X, DATED JULY 16, 2014 PANEL #25001CO578 J \ SLEEVE �,1 �#2 f � � � g MINIMUM LOT SIZE: 40,000 S.F. c n I' -. S i� % a_ �...y.:r . , S / S sre % i EXISTING LOT SIZE: 54,9691 S.F. �/ 1e f/ / .-� ` -•' � 1`.'.', r,~� yi s ss s s J RIP . `' } �` ` :a r✓ R®J�11 j A i\ \� s s\it�S S �! 5.__ F I CLEANOUT AT END O. f ,.: s S L / f �* 5 yk ' OF EACH LATERAL may' �/ Iag6 r- Jr j� 1t� S L s s s (7ypJ 41 ,r' s s in C / ,t1 S 1�� S 6,000 GALLON LOW -PROFILE / J, - , i _ H-20 PUMP CHAMBER // _1 f _ a :�,•' / I(IN)=35.40 i 1 Ali; XO �ti\ ✓i _ _560.-. )(OUT)=35.15 1 �} - VENT . s �� 2 ELECTRIC , METERS f - S - i,e, SYSTEM I _. S LVA TER J S v COLONIAL HOUSE INNS BENCHMARK S (FULL FOUNDAT/ONJ _ ---^"� .... 47 - >� /~ i ,\ ~ NON -KITCHEN FLOEIL"EV. 3z STONE BOUND � K/ ASSUMED 24 / { -1Jy_j TiIx `' . �JUrICiIOAf BOX \ Y', (CONFIRM) \ ~ - S j �1 �-J�J `�,~Z +I \..\ c.',-• l#i\, \ t t \ �../ GAS X1'1 ""_"----- \ 4'ENI i- r1,`A CUT EXISTING PIP AND NEW GREASET TO �.-.43 \ j r \} fJ KITCHEN FLOW 54.9691 S.F. - (n 3 ✓/�� tl ly !_ \ 11�} `1 / / (CONFIRM) , lS 44. / f P PUMP, CRUSH. FILL W CLEAN SAND',& ABANDON TYi,, r a ^.i 1` ALL EXISTING LEACHING PITS ^, �, } , 'A r TYP. / \ _r If, +WYE+.-. f ty1� lel. J '� � j�'�.,I� '�, CONNE9TION ; _A c � (� 1 j,. y G+ .,. f DECK/ POOL HOUSE J 41E/ f UNDER 75?7Nu^ y < CREASE r i i l REASE TRAP y- AREA / .,. L, /-'-•+ i �.� {� ©--r t...i''.,/,. 11 '` INV. OUT 42...E c U n pRAIlAP GE I - J , N /' tr �l INV' IN NOT ISIBLE 3,500 GALLON. I ` a, > -20H-20 SEPTIC TANK � LOW PROFILE R E3.25I(IN)=s CARR/AGE -� 4 \ (� )(OUT)=36.00 r' i` / HOUSE J I(OUT).50 l % (SLAB FOUNDA TION) )(UT)=41�25,L _' a C, / - It`� �f//i � ' � � -• _.�j,��_5 `(.. +1.. � � -,`/-^^i \.`\� O � i"'�i 4 `�. \, i \ \ _ �1 ._- `Ar R \ BENCHMARK \^ j� U ✓ 40 8."V 321.19 CATCH BASIN RIM ,,j �. L..-_ --- SB1`53� _ ELEV-41.89 •w� y / ASSUMED d R,SE ON SID1 INSPECTION PORT (TYP.) PROPOSED NEW SYSTEM #2 #289 ROUTE 6A (MAIN ST.) :r 'HE #12 STRAb1BERRY LANE ,S FLOOR RESTAURANT (85 SEATS) IS NOT PERMITTED UNDER ANY TOP GFEXISTING\\ S=0.069 4" SCH. CIRCUMSTANCES. FOUNDATION T. PVC 6" C.1. PIPE \\ L=29.5 FT. �i L=12.1 FT. \\ - S=0.02 r PLUMBING NOTES \\ LAUNDRY C D g CONFIRM LAUNDRY IS CONNECTED TO NEW SYSTEM SEPTIC TANK 11 (SYSTEM IQ AND DOES E F G H NOT GO INTO GREASE TRAP :K J GREASE TRAP PIPING Se SEPTIC TANK PIPING 3,000 GALLON GREASE TRAP 7,000 GALLON 3.500 GALLON z CONFIRM PIPING CONFORMS TO THE PLUMBING CODE (CAST IRON WHERE APPROPRIATE) SEPTIC TANK SEPTIC TANK 6,000 GALLON � PUMP CHAMBER VARIANCES REQUESTED SYSTEM #1 TO ALLOW CONTINUED USE OF THE EXISTING LEACHING FACILITY FOR THE SEPTIC FLOW (2,310 GPD) FROM THE EXISTING 21 -BEDROOM INN TO SYSTEM #1. THE RECORD PLAN FOR SYSTEM #1 INDICATES AN INSTALLED LEACHING CAPACITY OF 2,044 GPD WITH 88% OF THE REQUIRED LEACHING AREA PROVIDED FOR THE 21 BEDROOMS. COMPONENT SIZING CALCULATIONS DESIGN FLOW: 21 BEDROOMS 0 110 GPD= 2,310 GPD EXISTING 2,044 GPD SYSTEM TO REMAIN DESIGN FLOW: 85 RESTAURANT SEATS 0 35 GPD = 2,975 GPD 1 COMMERCIAL WASHING MACHINE = 400 GPD TOTAL DESIGN FLOW = 3,375 GPD GREASE TRAP: vs 85 RESTAURANT SEATS 0 15 GPD = 1,275 GPD 2 01i PROPOSED NEW 3,000 GALLON GREASE TRAP SEPTIC TANK REQUIREMENTS 3,375 GALLONS X 300% = 10,125 GALLONS PROPOSED SEPTIC TANK Permit saltd f, 3,375 GALLON X 200% = 6,750 GALLONS Board, due t Board of Hcakb 7,000 GALLON SEPTIC TANK PROPOSED airy future i sewage farilti s PROPOSED SEPTIC TANK #2: ,yirm 3,375 GALLONS X 100% = 3,375 GALLONS' 3,500 GALLON SEPTIC TANK PROPOSED PROPOSED PUMP CHAMBER I="nie 6,000 GALLON PUMP CHAMBER PROPOSED REQUIRED LEACHING FACILITY: 13 �,�_ 76Auju Z DESIGN PERC. RATE: < 2 MIN/INCH � STRAWBERRY LANE SCHEDULE kp- OF MggS ApyG a � 9p 9FGISTEP ���' FFSSIONAL ENG L 7,000 GALLON f r : !r) W, PROFESSIONAL ENGINEER PRESSURE -DOSED LEACHING FIELD (56' X INSPECTION 1. ENGINEER SHALL INSPECT WHEN THE REQUIRED EXCAVA ON IS COMPLETE. WITH CENTER MANIFOLD y YARMOUTH PORT H-20 SEPTIC TANK J 7 CONTRACTOR TO PROTECT MAINTAIN ELECTRIC 4,816 S.F. X 0.74 GPD/S.F. = 3,563 GPD NO. DATE (188 GPD RESERVE CAPACITY PROVIDED) d _ SCHEDULE OF ELEVATIONS I(IN)=37.00 :0Jr f. 3.; AND SERVICE DURING FIRST FLOOR OF MAIN BUILDING 2. ENGINEER SHALL INSPECT WHEN CLEAN FILL WITH A RCOLATION RATE � B1 4" INVERT AT CARRIAGE HOUSE I(OUT)=36.75 B2 6" INVERT AT NEW GREASE TRAP (IN) 41.50 OF LESS THAN TWO (2) MINUTES PER INCH HAS BEEN ROPERLY DEPOSITED. w D 4" INVERT AT 7,000 SEPTIC TANK (IN) 37.00 E 4" INVERT AT 7,000 SEPTIC TANK (OUT) 36.75 F 4" INVERT AT 3,500 SEPTIC TANK (IN) 36.25 0 4" INVERT AT 3,500 SEPTIC TANK (OUT) 36.00 H 4" INVERT AT PUMP CHAMBER (IN) 35.40 J 3. ENGINEER SHALL INSPECT WHEN THE COMPONENTS OF THE SEPTIC SYSTEM a SHEET 1 OF 3 4" INVERT AT MANIFOLD 45.20 L 1-1/4" INVERT AT LATERAL AND THE PUMP MECHANISMS HAVE BEEN INSTALLED AND FIELD TEST. ELEV. OF BOTTOM OF LEACHING FIELD 45.70 N SEASONAL HIGH GROUNDWATER ELEVATION 29.20 CLEANOUT 4" SCH. 80 PVC / FORCEMAINFINISHED f GRADE EL 47.6-48.5 4. ENGINEER SHALL PREPARE AN AS -BUILT PLAN OF THE COMPLETED SYSTEM. EXISTING SYSTEM #1 SYSTEM PROFILE DESIGN FLOW: NOT TO SCALE 0 21 BEDROOMS (NO CHANGE TO SYSTEM #1 IS PROPOSED)/-(WYE 4" SCH. 40 PVC CD 10 BEDROOMS - CARRIAGE HOUSE BUILDING SEWER FROM CARRIAGE HOUSE 8 14; BEDROOMS - MAIN BUILDING (�,7` CONNECT TO PIPE PROPOSED SYSTEM #2 FROM GREASE TRAP) E! \ \\\ e SCH. 40 PVC L=0. FT. IN ACCORDANCE WITH THE YARMOUTH HEALTH DIRECTOR, SIMULTANEOUS s=o.oss U USE OF THE LOWER LEVEL FUNCTION ROOM (85 SEATS) AND THE FIRST \\ 4" SCH. 40 PVC C> \ L=61.8 FT. ,S FLOOR RESTAURANT (85 SEATS) IS NOT PERMITTED UNDER ANY TOP GFEXISTING\\ S=0.069 4" SCH. CIRCUMSTANCES. FOUNDATION T. PVC 6" C.1. PIPE \\ L=29.5 FT. �i L=12.1 FT. \\ - S=0.02 r PLUMBING NOTES \\ LAUNDRY C D g CONFIRM LAUNDRY IS CONNECTED TO NEW SYSTEM SEPTIC TANK 11 (SYSTEM IQ AND DOES E F G H NOT GO INTO GREASE TRAP :K J GREASE TRAP PIPING Se SEPTIC TANK PIPING 3,000 GALLON GREASE TRAP 7,000 GALLON 3.500 GALLON z CONFIRM PIPING CONFORMS TO THE PLUMBING CODE (CAST IRON WHERE APPROPRIATE) SEPTIC TANK SEPTIC TANK 6,000 GALLON � PUMP CHAMBER VARIANCES REQUESTED SYSTEM #1 TO ALLOW CONTINUED USE OF THE EXISTING LEACHING FACILITY FOR THE SEPTIC FLOW (2,310 GPD) FROM THE EXISTING 21 -BEDROOM INN TO SYSTEM #1. THE RECORD PLAN FOR SYSTEM #1 INDICATES AN INSTALLED LEACHING CAPACITY OF 2,044 GPD WITH 88% OF THE REQUIRED LEACHING AREA PROVIDED FOR THE 21 BEDROOMS. COMPONENT SIZING CALCULATIONS DESIGN FLOW: 21 BEDROOMS 0 110 GPD= 2,310 GPD EXISTING 2,044 GPD SYSTEM TO REMAIN DESIGN FLOW: 85 RESTAURANT SEATS 0 35 GPD = 2,975 GPD 1 COMMERCIAL WASHING MACHINE = 400 GPD TOTAL DESIGN FLOW = 3,375 GPD GREASE TRAP: vs 85 RESTAURANT SEATS 0 15 GPD = 1,275 GPD 2 01i PROPOSED NEW 3,000 GALLON GREASE TRAP SEPTIC TANK REQUIREMENTS 3,375 GALLONS X 300% = 10,125 GALLONS PROPOSED SEPTIC TANK Permit saltd f, 3,375 GALLON X 200% = 6,750 GALLONS Board, due t Board of Hcakb 7,000 GALLON SEPTIC TANK PROPOSED airy future i sewage farilti s PROPOSED SEPTIC TANK #2: ,yirm 3,375 GALLONS X 100% = 3,375 GALLONS' 3,500 GALLON SEPTIC TANK PROPOSED PROPOSED PUMP CHAMBER I="nie 6,000 GALLON PUMP CHAMBER PROPOSED REQUIRED LEACHING FACILITY: 76Auju Z DESIGN PERC. RATE: < 2 MIN/INCH � LOCUS MAP LONG TERM APPL. RATE: 0.74 GPD/S.F. kp- OF MggS ApyG 3,375 GPD _ 0.74 GPD/SF = 4,561 S.F. S CIVIL No. 46206, 9p 9FGISTEP ���' FFSSIONAL ENG PROPOSED LEACHING FACILITY - BRIAN G. YERGA DATE PROFESSIONAL ENGINEER PRESSURE -DOSED LEACHING FIELD (56' X 86') SYSTEM #2 WITH CENTER MANIFOLD IN YARMOUTH PORT BOTTOM AREA = 56' X 86' = 4,816 S.F. (BARNSTABLE COUNTY) SITE PIAN 4,816 S.F. X 0.74 GPD/S.F. = 3,563 GPD NO. DATE (188 GPD RESERVE CAPACITY PROVIDED) 1 1/24/17 SCHEDULE OF ELEVATIONS COMPONENT ELEVATION (FEET) FIRST FLOOR OF MAIN BUILDING 48.70 A 4" INVERTS AT BUILDING (GREASE, SEWER) EXISTING B1 4" INVERT AT CARRIAGE HOUSE EXISTING B2 6" INVERT AT NEW GREASE TRAP (IN) 41.50 C 4" INVERT AT NEW GREASE TRAP (OUT) 41.25 D 4" INVERT AT 7,000 SEPTIC TANK (IN) 37.00 E 4" INVERT AT 7,000 SEPTIC TANK (OUT) 36.75 F 4" INVERT AT 3,500 SEPTIC TANK (IN) 36.25 G 4" INVERT AT 3,500 SEPTIC TANK (OUT) 36.00 H 4" INVERT AT PUMP CHAMBER (IN) 35.40 J 4" INVERT AT PUMP CHAMBER (OUT) 35.20 K INVERTS AT LEACHING FACILITY - SHEET 1 OF 3 4" INVERT AT MANIFOLD 45.20 L 1-1/4" INVERT AT LATERAL 46.20 M ELEV. OF BOTTOM OF LEACHING FIELD 45.70 N SEASONAL HIGH GROUNDWATER ELEVATION 29.20 CLEANOUT 4" SCH. 80 PVC / FORCEMAINFINISHED f GRADE EL 47.6-48.5 M IN K N41E: MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED OVER ALL PVC PIPING. N LEACHIN 16.5' SEPARATION FIELD EST. SEASONAL HIGH GROUNDWATER MUSHROOM VENT W/INSECT SCREEN & CHARCOAL FILTER LOCUS 76Auju Z 3 N g I � LOCUS MAP NOT TO SCALE kp- OF MggS ApyG �� .g BRIAN G. YERGATIAN w S CIVIL No. 46206, 9p 9FGISTEP ���' FFSSIONAL ENG BRIAN G. YERGA DATE PROFESSIONAL ENGINEER COLONIAL HOUSE INN SEPTIC REPAIR SYSTEM #2 277 ROUTE 6A IN YARMOUTH PORT MASSACHUSETTS (BARNSTABLE COUNTY) SITE PIAN DECEMBER 27,2016 SIONS- NO. DATE DESC. 1 1/24/17 BOH EDITS G3L�rS1�U�'1G® JAN 2 4 2017 HEALTH DEPT: PREPARED FOR: NANCY JARVIS 811 ARROWHEAD LANE NAPLES, FL 34108 (239) 596-5043 BSC GROUP 349 Main Street Unit D, Route 28 W. Yarmouth, Massachusetts 02673 508 778 8919 © 2017 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 Fw FILE: \\bscbos\YAR\5007500\Civil\_D... DWG. NO: 6426-01 SHEET 1 OF 3 JOB. NO: 5-0075.00 TEST PIT #1 GRD. EL. 48.7 SHGW EL. N/A EL 47.9 EL 36.2 A i SANDY LOAM IOYR 3/4 C MEDIUM SAND 2.5Y 6/4 10" 150" TEST PIT -# GRD. EL. 47-9 SHGW EL. N/A EL 45.9 EL 43.1 EL 39.6 EL 37.4 EL 32.9 DATE: DECEMBER 8, 2016 TEST 8Y: BSC GROUP, INC. WITNESSED BY: AMY VON HONE, YARMOUTH BOH PERC. RATE < 2 MIN./INCH SOIL EVALUATOR: KIERAN J. HEALY, PLS, SE SOIL CLASS: CLASS I I Tea : 0.74 GPD/S.F. SOIL TEST PIT DATA NOT TO SCALE 10'-0" 9'-0" 24" DIA. CAST IRO FRAME AND COVER WITHIN 6" OF FINISHED GRAD USE SEWER BRICK AND MORTAR AS NECESSARY T-11• 6'-5" 1 A SANDY LOAM 10YR 3/3 B LOAMY SAND IOYR 5/8 C-1 MEDIUM SAND 2.5Y 6/6 C-2 SILTY LOAM 2.5Y 5/3 C-3 MEDIUM SAND 2.5Y 6/4 TEST PIT GRD. EL. 34.5 SHGW EL. 29.2 24" EL 33.0 58" EL 29.2 80" EL 28.7 99" EL 25.2 126- 1800 17'-0" A SANDY LOAM 1OYR 3/3 C MEDIUM SAND 2.5Y 6/4 PEAT C-2 SILTY LOAM 2.5Y 5/3 LEGEND 18" �"7- 63" PERCHED 70" INDICATES INDICATES s_ ESTIMATED PERCOLATION TEST - SEASONAL HIGH GROUND WATER INDICATES g PERCHED -71 INDICATES GROUND WATER UNSUITABLE MATERIAL HIGH GROUNDWATER COMPUTATION BASED ON TP#3 PERCHED WATER ELEVATION 29.2 N BOLT ON HEAVY DUTY 24"x36" ALUMINUM HATCH AE FLUSH WITH FINISH GRADE-) FINISH GRADE 12" MIN/36" MAX COVER 10" EL 36.99 INLET TEES 10" WEEP HOLE T INV.=35.40 38" EMERGENCY STORAGE 8" KNOCKOUTS (M'-) TEE HANDLES - SLIDE RAIL SYSTEM w w 2" PVC CONDUIT TO DISTRIBUTION BOX DISCONNECT COUPLING • \-4" SCH. 80 PVC FORCEMAIN 3 MERCURY FLOw a. CONTROLS 6" 6" MINIMUM 3/4' TO 1 -1/2 - CRUSHED STONE WATERPROOF AT FACTORY NOTES 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT AT THE FACTORY. 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12' OF TANK WALL AND ACCESSIBLE FROM TANK COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 17'-0" 16'-0" PLAN VIEW NOT TO SCALE PUMP CHAMBER CALCULATIONS 30" DIA. COVER (TYP.) H-20 RAISE (2) TO WITHIN 6" OF FINISHED GRADE USING SEWER BRICK AND MORTAR AS NECESSARY _t 1 _til �Y� �T aY - R�Y rY� DESIGN FLOW TO CHAMBER = 3,375 GPD REQUIRED EMERGENCY STORAGE = 3,375 GALLONS EMERGENCY STORAGE PROVIDED = 3,411± GALLONS NUMBER OF PUMP CYCLES = 5-6 TIMES PER DAY VOLUME PER DOSE = 628± GALLONS DEPTH PER DOSE = 7 INCHES PRESSURE DISTRIBUTION DESIGN CALCULATIONS BASED ON THE PRESSURE DISTRIBUTION GUIDANCE DOCUMENT FROM THE MASSACHUSETTS DEPT. OF ENVIRONMENTAL PROTECTION LEACHING FIELDS TO HAVE END MANIFOLD CONFIGURATION USE (28) 1-1/4" PVC LATERALS SPACED 4 FT O.C. WEEP HOLE PERFORATIONS SHALL BE 3/16" DIAMETER (0.655 GPM) AND SPACED 4 FT O.C. LATERAL DISCHARGE RATE = 22 X 0.655 GPM = 14.41 GPM MIN. DISCHARGE RATE = 14.41 GPM/LATERAL X 14 LATERALS = 201.74 GPM MINIMUM DOSING VOLUME MIN. DOSING VOLUME = 5 TIMES THE TOTAL LATERAL VOLUME 28 LATERALS X 43 FEET PER LATERAL = 1,204 FT AREA OF 1-1/4" LATERAL = n(R)' = 7r(0.625/12)' = 0.00852 rl LATERAL VOLUME = (1,204 FT)(0.00852 FT%7.48 GAL/FT') = 76.7 GALLONS MIN. DOSING VOLUME = 5 X 76.7 GALLONS = 383.5 GALLONS DRAIN BACK VOLUME FORCEMAIN VOLUME = 7T(2/12)' X 216 Fr X 7.48 = 141.0 GALLONS DOSE VOLUME 4" GATE VALVES DOSE 6 TIMES PER DAY 3,375 GPD/(6 DOSES/DAY) = 562.5 GAL/DOSE TOTAL PUMPING VOLUME = DOSE VOLUME + DRAIN BACK VOLUME = 703.5 GALLONS TOTAL FRICTION LOSS FRICTION LOSS = L X (3.55(0)/CD-2.63)1.85 = 216 X (3.55(201.74)/150(4"2.63))"1.85 4.58 FT NETWORK LOSSES = 1.31 X (DISTAL HEAD PRESSURE, OR 2.5 FT) = 3.28 FT MINOR LOSSES = IHV' /2g = (8.46)(4.915)'/(2)(32.2) = 3.17 FT TOTAL LOSSES = 4.58 FT + 3.28 FT + 3.17 FT = 11.03 FT TOTAL DYNAMIC HEAD (T.D.H.) = STATIC HEAD + TOTAL FRICTION LOSSES T.D.H. = (45.20-30.90 FT) + 11.03 FT = 25.33 FEET PUMPS MUST BE CAPABLE OF DELIVERING 202 GPM 0 26 FEET T.D.H. RFCOMMFNDFD PUMPS: GOULDS SERIES WS20D4. 2.0 HP PUMP CHAMBER NOTES 1. PUMP CHAMBER TO WITHSTAND H-20 LOADING. 2. THE PUMP CHAMBER SHALL BE ACME PRECAST OR APPROVED EQUAL 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. RAISE MANHOLES TO FINISH GRADE WITH SEWER BRICK AND MORTAR. FULL OUTER MORTAR PARGE TO PROVIDE WATERTIGHT SEAL 5. POWER CABLES TO BE PLACED IN CONDUIT IN ACCORDANCE WITH LOCAL BUILDING AND WIRE CODES. CONNECTIONS SET 1N ADJACENT D -BOX. 6. ALARM AND CONTROL PANEL TO BE LOCATED AS DIRECTED BY THE OWNER. 7. ALARM AND CONTROLS ARE TO BE ON SEPARATE CIRCUITS. 8. OUTLET KNOCKOUTS SHALL BE USED AS THE PUMP CHAMBER INLETS. 9. ELECTRICAL PERMIT REQUIRED. 10. PUMP CHAMBER TO BE WATERPROOFED ON SITE. NOT FOR CONSTRUCTION FOR PERMITTING / BID PURPOSES TEE HANDLE - GOULDS STAINLESS STEEL DUPLEX SLIDE RAIL SYSTEM LIFTING CABLE ELEVATION 4" 90' ELBOW 4" 90' ELBOW 4" CHECK VALVES GOULDS DUPLEX PUMPS GOULDS WS20D4 2.0 HP PUMPS 4" SCH. 80 PVC FORCEMAIN O 4" TEE 4" 90' ELBOW OO 4" 90' ELBOW 4" 90' ELBOW 4" GATE VALVE ALTERNATING DUPLEX PUMPS PLAN VIEW NOTES 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT AT THE FACTORY. 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 17'-0" 16'-0" - 7'-0" - O - PLAN VIEW NOT TO SCALE NOTES: 1. TANK SHALL BE PRECAST CONCRETE. 2. GREASE TRAP SHALL WITHSTAND HS -20 LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE JOINTS SHALL BE WATERTIGHT. 4. INLET AND OUTLET TEES TO BE SCH. 40 PVC AND TEES TO BE ACCESSIBLE UNDER MANHOLE COVER. 5. MANHOLES SHALL BE BROUGHT TO FINISHED GRADE. 6. GREASE TRAP SHALL MEET ALL REQUIREMENTS OF LOCAL AND STATE HEALTH AND BUILDING CODES. 7. INLET AND OUTLET TEES TO BE PROPERLY SUPPORTED WITH CORROSION RESISTANT HANGERS, STRAPS OR OTHER DEVICE. PLAN VIEW NOT TO SCALE 24" DIA. COVER (TYP.) H-20 RAISE (2) TO WITHIN 6" OF FINISHED GRADE USING SEWER BRICK AND MORTAR AS NECESSARY r` • r�i r� r•� r.. r P-1141T4-i1Ik1w-4vvw 24" DIA. COVER (TYP.) RAISE (2) TO WITHIN 6" OF FINISHED GRADE USING SEWER BRICK AND MORTAR AS NECESSARY 6" MAX T s' INLET TEE SHALL EXTEND TO MID DEPTH OF TANK 6'-5" • a • 6" THICK 18" DIA. HEAVY DUTY MANHOLE COVER CONCRETE PAD BROUGHT TO FINISH GRADE GRAVEL TOP COURSE "T" BASE 1/8" TO 1/2" = 18" WASHED STONE _ 3/4" TO 1-1/2" - SCH. 40 8" PVC PIPE FROM SAND DOUBLE WASHED TO ABOVE PEASTONE (NO STONE IN PIPE) STONE (NO FINES) TO BE USED AS A VISUAL INSPECTION PORT SAW CUT PIPE 3" O.C. W/2" LONG SLOTS ON INSPECTION PORT ONE SIDE ONLY NOT TO SCALE ���tN OF Mggs9 e5 � GN Z BRIAN R, YERGATIAIAN. � o CIVIL No. 462061 4Q, 9 9Fr'ISTEP ��' oFFSS/ONAI E��'\ �3y0 BRIAN G. YERGA DATE PROFESSIONAL ENGINEER COLONIAL HOUSE INN SEPTIC REPAIR SYSTEM #2 277 ROUTE 6A IN YARMOUTH PORT MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS I DECEMBER 27, 2016 NO. DATE DESC. 1 1/24/17 BOH NOTES PREPARED FOR: NANCY JARVIS 811 ARROWHEAD LANE NAPLES, FL 34108 (239) 596-5043 BSC GROUP 349 Main Street Unit D, Route 28 W. Yarmouth, Massachusetts 02673 508 778 8919 © 2017 BSC Group, Inc. SCALE: AS NOTED FILE: \\bscbos\YAR\5007500\Civil\-D... DWG. NO: 6426-01 SHEEP 2 OF 3 JOB. N0: 5-0075.00 GENERAL NOTES THREADED WATER K 1. THIS PLAN IS INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE SEWAGE DISPOSAL LEBARON C.I. LA0910 1 0 H-20 RATED VALVE BOX SYSTEM. HOT MIX ASPHALT 1, PAVEMENT GRASS. V-6" TOP COURSE GRAVEL 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND HOT MIX ASPHALT BINDER [/— TOP JOINT SEALED 2'-4" YARMOUTH BOARD OF HEALTH REGULATIONS. COURSE WITH AN EMU N AND ULSIOO SAND MIX 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE POURED MAROUND 3'-6" CONCRETE COLLAR PROPOSED LEACHING FACILITY. 3 ODO PSI ALL EXIST. PAVEMENT 1EXIST. HAS BEEN DISTURBED OR THRUST BLOCKS CANNOT BE USED, AS DIRECTED 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE 12" COMPACTED GRAVEL BORROW GRAVEL BASE PREPARED FOR: MATERIALS, SU98ASE (M.1.0,0. TYPEC)...,.;;,' - APPLY TACK COAT OF RS -1 ° n ° BSC GROUP 349 Main Street EMULSION TO VERTICAL FACE 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF �i� �i� �� �� �� �� �� �� /ice OF EXISTING PAVEMENT PRIOR FILE: \\bscbos\YAR\5007500\Civil\_D... EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND COMPACTED SUBGRADE REMOVE UNSUITABLE TO THE PLACEMENT OF THE UNDISTURBED EARTH DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL MATERIAL AND REPLACE WITH GRAVEL (TYPE A) NEW HOT MIX ASPHALT COMPACTED IN 6" UFTS NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A CUT EXISTING PAVEMENT IN A SECTION SIEVE ANALYSIS USING A 14 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE NEAT LINE USING SAW CUT SAMPLE OF FILL. UP TO 45X BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH AND PLUGS METHOD ONLY THROUGH ENTIRE HYDRANT DRAINS. ETE THRUST DEPTH OF EXISTING PAVEMENT PIPE ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: 1-1/4" SCH. 80 100% MUST PASS #4 SIEVE 4' (TYP.) PERFORATED PVC 1OX MUST PASS #50 SIEVE ORIFICE SHIELD 0-20X MUST PASS #100 SIEVE HOT MIX ASPHALT PAVEMENT JOINTS (TYP-) 0-5X MUST PASS #200 SIEVE ... ..............'_-` ...... -. ........... ........ ........... ......... .. ............................LEACHING FED.'..'.. ........ :.'.'.':...'.4.'..........'...'.':.'.:.'.'..': ...................... .. ......... SCALE: NONE 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE THE ENGINEER ............ ..... . DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE LEACHINGRELD .... SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF ..... UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF .. ..... ' ' ..... .'.': LTiACNINS: Flf1D:..'.: ... CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, ...... .. 4_:-1 4TEE'.'...:...'..'.'.'.'.' "......../...... :..........:.' :._....'...:':...i4.... ......... ..... ...... ...................... ^..; : ...'.'.'......'..'.'.':.'.:.'.....::..:.':.:' ..... THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4" SPOOL ..'::.':.':.:.'....'. '.' ............... :'.':: W/END CAP 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED C ONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND 4' PVC 4" PVC ... .. Ir PVC SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERUPTIONS IN SERVICE. a PVC 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE, PER MASS. STATUTE CHAPTER 82, SECTION .. .... ..... . ................ 40 (1-888-344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. : REOUCING.....:......:'.A"x4 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR :..:.:......:':: :......:...:.:.:.aFi�CHuvG FlfiD ::.':.' USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). ... ".'.'.'.':.'.'........ ... ... '::::......':.'.:...'.'.:::.'. MUSHROOM VENT W INSECT SCREEN / li AND CHARCOAL FILTER 4" PVC VENT STACK (SUPPORT AS REQUIRED) 6" TOPSOIL 2 CUBIC FEET OF CEMENT CONCRETE 4" PVC 90' ELBOW 4" PVC VENT HEADER PERF. PVC VENT PIPE TO BE PLACED OVER TOP OF LATERALS TYPICAL VENT SYSTEM h• iL.l&3ava ADD FILTER FABRIC OVER PIPING AND BELOW PEA STONE. DRAINAGE SLOTS SCH-80 PVC LATERALS 3/16" HOLES ORIFICE SHIELD OS150CW ORENCO SYSTEMS INC. PHONE 1-800-348-9843 OR APPROVED EQUAL ORIFICE SHIELD �a:11a SNAP-ON SHIELD NOT FOR CONSTRUCTION FOR PERMITTING / BID PURPOSES 1-1/4" SCH. 80 PVC CONTINUOUS RADIUS 90' ELBOW SEWER CLEANOUT (TYP.) :it7J1M2G11T7 EL. 46.20 EL 45.70 y Y UNDISTURBEI EARTH (TIP) SEWER CLEANOUT (SEE DETAIL) SECTION NOT TO SCALE PLAN — TEE AND PLUG BLOCK (TYP.) 2/3 D (8" MIN. d < < UNDISTURBED X EARTH PLAN — HORIZ. AND VERT. BEND SIZE OF ICH THREADED WATER K TIGHT END CAP I M LEBARON C.I. LA0910 1 0 H-20 RATED VALVE BOX X TO FINISH GRADE PAVEMENT GRASS. V-6" FINISH GRADE GRAVEL 1'-0" 8" MIN ::Jrl 1'-8" 'I' BASE 2'-4" V-6" DEPTH ANCHOR HARNESS RODS & SOCKET CLAMPS AS SPECIFIED & IN VARIES 2'-6" POURED MAROUND 3'-6" CONCRETE COLLAR ACCORDANCE WITH PIPE MANUFACTURERS RECOMMENDATIONS WHERE SOIL 3 ODO PSI ALL 1-1/4" SCH. 80 PVC CONTINUOUS RADIUS 90' ELBOW SEWER CLEANOUT (TYP.) :it7J1M2G11T7 EL. 46.20 EL 45.70 y Y UNDISTURBEI EARTH (TIP) SEWER CLEANOUT (SEE DETAIL) SECTION NOT TO SCALE PLAN — TEE AND PLUG BLOCK (TYP.) 2/3 D (8" MIN. d < < UNDISTURBED X EARTH PLAN — HORIZ. AND VERT. BEND SIZE OF ICH J I K I L I M I N 1 0 4" THRU 8"10' X 10" V-0" 2'-0" V-6" 10" 10" THRU 16 1'-0" 1'-6" 1'-8" 3'-1012'-101 2'-4" V-6" 24"1'-4 ANCHOR HARNESS RODS & SOCKET CLAMPS AS SPECIFIED & IN 2'-0" 2'-6" 5'-0"11 3'-6" TEES AND PLUGS NOT TO SCALE JRG— /4" SCH. 80 FORATED PVC RAL (TYP.) " PERF. PVC VENT (TYP.) 6' DEPTH 90 & 45 BENDS 22 1/2 & 11 1/4 D 4 8 wroll6 24" "TO 8'10"T016 SYSTEM #2 24" X V-8" S-4-13'-6' V-4" ' -0"3'-6"Y V -0 -IS -6- Y 1'-2" 1'-8"2'-4 1 `-0" 1'-2" 2'-4" NOT TO SCALE JRG— /4" SCH. 80 FORATED PVC RAL (TYP.) " PERF. PVC VENT (TYP.) 6' DEPTH OF 414S S,pOy /BRIAN to YERGATIAN CIVIL A 9 No, 46206 0 � 90,r �C'/S TEP' FSS/ONALENG \ ay it BRIAN G. YERGATIA<ATE PROFESSIONAL ENGINEER COLONIAL HOUSE INN NOTES: SYSTEM #2 Ztl IN YARMOUTH PORT MASSACHUSETTS 1. PROVIDE 3000 psi CONCRETE THRUST BLOCKS AT ALL BENDS, DEAD ENDS, DETAILS II 0 0 O +{ THRUST BLOCK (TYP.) DATE &TEES UNLESS OTHERWISE DIRECTED. CONCRETE FOR ALL THRUST BLOCKS TO BE PLACED AGAINST FIRM, UNDISTURBED SOIL. PROVIDE APPROVED 1 �.* o BOH NOTES ANCHOR HARNESS RODS & SOCKET CLAMPS AS SPECIFIED & IN ° ACCORDANCE WITH PIPE MANUFACTURERS RECOMMENDATIONS WHERE SOIL HAS BEEN DISTURBED OR THRUST BLOCKS CANNOT BE USED, AS DIRECTED L OR Y Z PREPARED FOR: BY THE ENGINEER. 811 ARROWHEAD LANE NAPLES, FL 34108 ° n ° BSC GROUP 349 Main Street 2. ALL SOCKET CLAMP METAL SHALL BE COATED WITH BLACK ASPHALTUM W. Yarmouth, Massachusetts 02673 508 778 8919 © 2017 BSC Group, Inc. SCALE: AS NOTED FILE: \\bscbos\YAR\5007500\Civil\_D... OR OTHER WATER DEPARTMENT APPROVED COATINGS. SHEET 3 OF 3 D/4 UNDISTURBED EARTH 3. CONCRETE THRUST BLOCKS POURED BEHIND 3 -WAY TEE & HYDRANT SHOE TO BE USED WITH SOCKET CLAMPS. TYPICAL SECTION 4. NO CONCRETE SHALL COVER PIPE JOINTS, FITTING JOINTS, BOLTS OR TEES, BENDS AND PLUGS HYDRANT DRAINS. ETE THRUST BLOCK FOR PRESSURE PIPE 1-1/4" SCH. 80 4' (TYP.) PERFORATED PVC ORIFICE SHIELD LATERAL (TYP.) (TYP-) ... ..............'_-` ...... -. ........... ........ ........... ......... .. ............................LEACHING FED.'..'.. ........ :.'.'.':...'.4.'..........'...'.':.'.:.'.'..': ...................... .. ......... ...... ......... . . .. '. ....: ....: . ............ ..... . LEACHINGRELD .... ..... . .. .... .. ..... ' ' ..... .'.': LTiACNINS: Flf1D:..'.: ... INFLOW FROM FORCEMAIN:'::.': ...... .. 4_:-1 4TEE'.'...:...'..'.'.'.'.' "......../...... :..........:.' :._....'...:':...i4.... ......... ..... ...... ...................... ^..; : ...'.'.'......'..'.'.':.'.:.'.....::..:.':.:' ..... .............. 4" SPOOL ..'::.':.':.:.'....'. '.' ............... :'.':: W/END CAP 4' PVC 4" PVC ... .. Ir PVC ....4. PVC..... a PVC ... . ..... .. .... ..... . ................ : REOUCING.....:......:'.A"x4 z2 .TEE..:. _. . :..:.:......:':: :......:...:.:.:.aFi�CHuvG FlfiD ::.':.' .... .. STY?:).:.':':..:.':.'.'.'(1Yf>)'.'.':.'.'.'.::'. ... ".'.'.'.':.'.'........ ... ... '::::......':.'.:...'.'.:::.'. . '.':." :.':.':: .COUPLING . PARTIAL PLAN VIEW NOT TO SCALE JRG— /4" SCH. 80 FORATED PVC RAL (TYP.) " PERF. PVC VENT (TYP.) 6' DEPTH OF 414S S,pOy /BRIAN to YERGATIAN CIVIL A 9 No, 46206 0 � 90,r �C'/S TEP' FSS/ONALENG \ ay it BRIAN G. YERGATIA<ATE PROFESSIONAL ENGINEER COLONIAL HOUSE INN SEPTIC REPAIR SYSTEM #2 277 ROUTE 6A IN YARMOUTH PORT MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS II DECEMBER 27, 2016 NO. DATE DESC. 1 1/24/17 BOH NOTES PREPARED FOR: NANCY JARVIS 811 ARROWHEAD LANE NAPLES, FL 34108 (239) 596-5043 BSC GROUP 349 Main Street Unit D, Route 28 W. Yarmouth, Massachusetts 02673 508 778 8919 © 2017 BSC Group, Inc. SCALE: AS NOTED FILE: \\bscbos\YAR\5007500\Civil\_D... DWG. NO: 6426-01 SHEET 3 OF 3 JOB. N0: 5-0075.00